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Last modified
1/26/2010 3:14:18 PM
Creation date
10/12/2006 4:27:59 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8273.600
Description
Colorado River Basin Salinity Control - Federal Agencies - USDA
Basin
Colorado Mainstem
Water Division
5
Date
1/1/1994
Author
USDA
Title
Grand Valley Salinity Project - 1993 Annual Monitoring and Evaluation Report
Water Supply Pro - Doc Type
Annual Report
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<br />"/?~ <br /> <br />~ <br />t:--~. <br />~ <br />."~ <br /> <br />..'! <br /> <br />:ip(! <br /> <br />.... <br />i..::-;:.' <br /> <br />and used throughout the season. In 1991, two more fields were <br />added for comparison of surge and conventional irrigation (26/51 <br />and 4~/50). . site 45 from 1990 was not used .for comparison. In <br />1992 the BOR Program was continued and one new field' added (55/56) <br />and two previously monitored fields (11/39 and 49/50) were dropped" <br />for comparison purposes. The BOR surge program continued into. <br />1993. <br /> <br />." <br /> <br />In 1993, only two fields with two sites each (26/51 and 55/56) <br />were established for side-by-side comparison of surge and <br />conventional irrigation (refer to section II d. for more details). <br />Appendix E provides a summary information and four years of data <br />obtained under the CSU Cooperative Extension/BOR surge project <br />agreement. . . <br /> <br />'1 <br /> <br />Of the 22 irrigation sites monitored in 1993, two had sideroll <br />sprinkler systems and 20 had surface irrigation systeos. The <br />irrigation system at each site is identified in Tables 1 and 2. At <br />each field with a surface irrigation system, automated electronic <br />flow recorders were installed to measure the volume,of inflow and <br />outflow. These flow recorders were connected to electronic' data <br />.recorders. The recorders measured inflow and outflow every 10 or <br />30 minutes. The measured flow data was recorded and stored in the <br />data re.corders. <br /> <br />At the two sideroll sprinkler sites., the volume' of inflow was .. <br />obtained from in-line mechanical flow meters located on the sites. <br />There was no surface runoff and the votume of outflow was therefore <br />not measured. For the.se sites,outflow values were considered to. <br />be evaporation losses (Table 2). <br /> <br />The two radio telemetry weather stations located on the east and <br />west.ends of the Grand Valley measured the climatic parameters <br />. needed to calculate potential evapotranspiration (ETp). The <br />weather' data for calculations dfET data were tran~mitted directly <br />to the Grand Junction field office every 15 to 20 minutes from.~he <br />two weather stations. These data were stored in the computer for <br />later use. <br /> <br />I <br />I <br />I <br /> <br />Crop consumptive use for each crop was determined using th$ <br />Modified Penman equation developed by AgriCUltural Research service <br />(ARS), Fort Collins, Colorado~ The crop coefficient curves for ET <br />calculations were developed by the SCS, ARS and CSU cooperative <br />Extension office located in Grand Junction. <br /> <br />2. summary Of stream Gauging Data <br /> <br />No stream gauging data was collected by the SCS, The U.S" <br />Geological Survey (USGS) is responsible for collecting stream data. <br />In future annual reports, USGS data on flows and TDS will be <br />provided. <br /> <br />9 <br />
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